Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 7, 2020, 08:21 AM
  • 05 0859_05 0858_08072020_020355.mp4

Date
08/07/2020
W/O
844368
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00457
PipeID
P06089
Time
1:21 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K7942
Sewer Name
IMPERIAL HIGHWAY EXTENSION TRUNK
City
INGLEWOOD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
09
Purpose
Routine Assessment
Project
RFIR_WO_844368_TV05334_AUG2020
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
10 in.
Width
12 in.
Upstream MH
05 0858
Downstream MH
05 0859
Dir. of Survey
Upstream
Length Surveyed
68.4 ft.
Total Length
68.4 ft.
Structural Index
2
Structural Quick
4223
Structural Rating
21
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
Overall Rating
21
Pipe schematic from manhole 05 0858 to 05 0859
MH: 05 0858MH: 05 0859upstream0 ft. AMH - Upstream Manhole, Survey Ends - 05 08590 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0.2 ft. MMC - Material Change, Vitrified clay pipe14.4 ft. MWLS - Water Level, Sag in pipe, 25 %of cross sectional area33 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Start36.9 ft. MMC - Material Change, Not known - POSSIBLY CAST IRON40 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"40 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES57.7 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"60.2 ft. JOL - Joint Offset Large61.2 ft. TF - Tap Factory Made, at 03 o'clock, -, within 8 inches of joint: NO, 6" - DEBRIS IN CONN. -35% OF CROSS-SECTION - UNKNOWN STATUS61.2 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - NO FLOW OBSERVED64.9 ft. FM - Fracture Multiple, from 12 to 12 o'clock, within 8 inches of joint: YES64.9 ft. JSL - Joint Separated Large68.4 ft. AMH - Downstream Manhole, Survey Begins - 05 085868.4 ft. MWM - Water Mark, 15 %of cross sectional area68.4 ft. MWL - Water Level, 10 %of cross sectional area

Observation photos (7)

  • Fracture Multiple, from 12 to 12 o'clock, within 8 inches of joint: YES

    3.5 ft. - Fracture Multiple, from 12 to 12 o'clock, within 8 inches of joint: YES

  • Joint Separated Large

    3.5 ft. - Joint Separated Large

  • Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - NO FLOW OBSERVED

    7.2 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - NO FLOW OBSERVED

  • Joint Offset Large

    8.2 ft. - Joint Offset Large

  • Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES

    28.4 ft. - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES

  • Material Change, Not known - POSSIBLY CAST IRON

    31.5 ft. - Material Change, Not known - POSSIBLY CAST IRON

  • Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    35.4 ft. - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

Observations (17)

DistanceCodeObservation
68.4AMH05 0859
35.4SRI
10.7TF
28.4TFC
68.4SRI
0AMH05 0858
0MWM
3.5FM
7.2TFDEBRIS IN CONN. -35% OF CROSS-SECTION - UNKNOWN STATUS
0MWL
28.4FM
68.2MMC
7.2TBNO FLOW OBSERVED
54MWLS
31.5MMCPOSSIBLY CAST IRON
8.2JOL
3.5JSL

Properties (7)

additional_info
SC411804
custom_field_three
LARGE OFFSET JOINTS/ SAGS
custom_field_two
2
customer
1
datetime
2020-08-07T01:21:58-07:00
documentation
PROPIPE
is_lateral_inspection
false